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UPLIFT CONNECTION CROSS—REFERENCE <br />MARK <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />O <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1615 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7A <br />670 <br />565 <br />10 - 8d X 1 1/2" <br />D <br />H3 <br />455 <br />320 <br />8 - 8d <br />RT3 <br />610 <br />525 <br />8 - 8d X 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1400 <br />1400 <br />10 - 10d X 1 1/2" <br />F <br />H H ETA20 <br />2235 <br />10 - 10d x 1 1/2" <br />G <br />H10A <br />1340 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1380 <br />1160 <br />9-10d X 1 1/2% 8-10d <br />H <br />HTT4 <br />3610 <br />3105 <br />5/8" ANCH. / 18 10dx1-1/2 <br />HTT4 <br />2715 <br />5/8" ANCH. / 20 10dx1-1/2 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / 26 10dx1-1/2" <br />HTT5 <br />3225 <br />5/8" ANCH. /(28)10dx1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />2345 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />HD5B * <br />4505 <br />3785 <br />5/8" ANCH. 3/4" STUD BOLTS <br />TDX6 <br />5320 <br />— <br />2 - 7/8" DIA. BOLTS <br />M <br />HD75 * <br />6645 <br />5650 <br />7/8" ANCH. 3/4" STUD BOLTS <br />TDX10 <br />7845 <br />— <br />4 - 7/8" DIA. BOLTS <br />N <br />LUS26 <br />1165/1070 ** <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1115/1060** <br />— <br />8 -10d <br />P <br />HUS26 <br />1550/3335 ** <br />1335/2820 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />1925/3295 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />2000/4220 ** <br />1720/3125 ** <br />30 - 16d x 31/2" <br />HUS28 <br />2570/4345 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />1000 <br />860 <br />14 - 10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />MTS16 <br />1000 <br />860 <br />14 - 10d x 1 1/2" <br />MTW16 <br />1195 <br />1005 <br />14-10d x 1-112" <br />T <br />MTS20 <br />1000 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW20 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT/MUGT <br />3140 <br />3140 <br />22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY <br />V <br />LGT2 <br />2150 <br />1850 <br />(16)16d SINKERS & <br />(7) 1/4" x 2-1/4" <br />TITENS <br />LUGT2 <br />1850 <br />1810 <br />(16)10d NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />W <br />"X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 585 535 10 - 10d SPT22 685 8 - 10d <br />SP2 1065 605 12-10d SPT24 1030 12-10d <br />HCP2 645 555 12-10d X 1 1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />qtfilc <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. <br />ROOF FRAMING PLAN A <br />SCALE: Y4=1'-0" 120MPH ENCLOSED <br />(A) <br />OR 2 PLY <br />'ARRIER <br />N N <br />t 2 PLY CARRIER (A) <br />x CONT LEDGER <br />SEE D1 SHEET FOR <br />TYPICAL ROOF <br />FRAMING DETAILS <br />CD <br />0 <br />IDZ M <br />O <br />— o <br />Z <br />IDQ <br />O <br />J <br />a- <br />C <br />C) <br />V — <br />Lo <br />w <br />O <br />~ <br />o <br />o <br />V) <br />0 <br />U <br />W <br />M M <br />C W fM <br />L— <br />— U <br />l9 -O M <br />O O 0 <br />= (D <br />L ILL 00 <br />ca <br />Ua <br />C Y <br />Sao <br />u74. O � <br />Q <br />CL <br />ch Q O <br />A1 <br />N C B D C <br />°ea <br />B <br />D® <br />-OW <br />s- - <br />C V <br />cO !� <br />.a` z rn <br />ter. <br />Il�ll <br />LPL <br />-.EiLb <br />y :'au CS <br />.;.. 0 <br />L U <br />tu <br />z <br />G.LIi p <br />yy <br />a'ya rn <br />o,to <br />tu <br />=Z <br />cn t <br />:3 v ` <br />0 <br />c N Or- ? <br />Ca <br />LL <br />W r-.35\ <br />Cr <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />z N <br />O a� <br />i—+4-Jo <br />i>U) <br />-+MO <br />M <br />ro <br />Q Lf) - Ln <br />a U) <br />n <br />Q LL <br />oC U Q OC) <br />Q <br />E �. <br />§ (0 <br />z <br />W <br />J � <br />O <br />w0 <br />uz <br />woa¢w�� <br />���z¢OU <br />z Q 0U Q <br />=EzwFQZ <br />g LU <br />U <br />00��0 <br />C:) <br />UH0.0 <br />M <br />LU�W <br />J <br />O <br />AT—qA <br />L / <br />Q <br />(V <br />c <br />cV <br />LQ1� <br />Q <br />J <br />J <br />w Boa <br />F— <br />J C <br />O O � <br />z <br />O CD <br />w � <br />��zm0 <br />Z <br />z <br />ooW�IW- <br />za�ozz <br />0 W z O o <br />LU <br />— <br />o<-WQr- <br />o <br />> <br />J <br />N <br />OW 0 > � ~O a <br />L0 <br />C)Lu <br />w O W a <br /><w0 <br />E <br />Q Q Q <br />>- <br />, f� <br />�v <br />1 n LL <br />y <br />U) U.) X W z <br />OO <br />M <br />JOWQ <br />W <br />QQ�� <br />LL U- <br />z <br />� <br />.. O <br />> <br />z <br />O <br />g <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />100 <br />JOB NO: 17-5174 <br />SHEET NO. <br />6 <br />